YU Bei, ZHENG Yu-yuan and QI De-yin. The finite element analysis of high rock slope stability[J]. Journal of Light Industry, 2011, 26(2): 94-97. doi: 10.3969/j.issn.1004-1478.2011.02.024
Citation:
YU Bei, ZHENG Yu-yuan and QI De-yin. The finite element analysis of high rock slope stability[J]. Journal of Light Industry, 2011, 26(2): 94-97.
doi:
10.3969/j.issn.1004-1478.2011.02.024
The finite element analysis of high rock slope stability
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Inst.of Envir.and Resource, Guizhou Univ., Guiyang 550003, China;
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Geotechnical Eng.Office, Wuhan China Light Ind.Design Inst., Wuhan 430060, China
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Received Date:
2011-01-03
Available Online:
2011-03-15
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Abstract
To make the analysis of high side slope stability more accurate,the stability was judged using combination of red even shoots method with finite element analysis.The steady state of the side slope in the dead weight function was confirmed after using the side slope spurts the anchor supports,FLAC3D(fast lagrangian analysis of continua in 3 dimensions) and limit zero-method confirmation supports and protections.This explains that the supports and protections have made the ideal progress.
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References
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Proportional views
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